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Item 19 - Agreement for Pavement Managment Program Update
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Item 19 - Agreement for Pavement Managment Program Update
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4/8/2025 4:37:21 PM
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3/26/2025 2:22:56 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
19
Date
4/1/2025
Destruction Year
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o' CT,; &GO Countywide Pavement Management Plan Guidelines <br />Local Tax Dollars at Work <br />The sample unit selected must be representative of the entire pavement section. This assumes that the <br />section is homogenous; if it is not homogeneous, then the section must be split according to the criteria <br />agreed upon by the agency. Typically, the criteria used are: <br />• Pavement condition <br />• Construction age, if known <br />• Maintenance history, if known <br />• Traffic volumes (or functional classification as a surrogate) <br />• Surface types (e.g. asphalt concrete or Portland cement concrete) <br />• Geometric elements (e.g. widths) <br />Any modifications to the section inventory data are documented in the pavement management report. <br />A sample unit must be between 2,500 ± 1,000 square feet in conformance with ASTM D6433 protocols. <br />Typical sample unit dimensions are 100 feet long by the width of the street. Streets that are wider than <br />40 feet wide will have shorter lengths (generally 50 feet) or if they are divided by a raised median, <br />separate sample units will be taken in each direction. <br />Any pavement areas that are not representative of the section will be noted and surveyed as an <br />additional sample unit. <br />Accuracy Required for Data Collection <br />The accuracy required for data collection has two components, both of which are further described in <br />the following paragraphs. <br />• Re -inspections <br />• PCI comparisons with past surveys <br />Random and Systematic Re -Inspections <br />Random Re -inspections <br />Random re -inspections will include a representative selection across the following categories: <br />• Functional classes (i.e. MPAH, locals); <br />• Surface types (e.g. asphalt concrete or Portland cement concrete); <br />• Pavement conditions (e.g. good, fair, poor); <br />• Inspectors; <br />• Geographical areas, if applicable. <br />Systematic Re -inspections <br />For systematic re -inspections, this could be due to noticed trends such as specific treatment types (e.g. <br />open -graded mixes), a specific inspector or geographical area. In such cases, more than 5% will be re- <br />inspected. <br />Effective March 2024 A-19 <br />
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